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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-AOC S 26 239 P 7 BAJRANG VIHAR COLONY MEERAPUR BASAHI VARANASI | VARANASI | VARANASI | UTTAR PRADESH | ₹28.6 L Quoted ₹24.2 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹24.3 L+₹4,852.48 (0.20%)Rejected-Finance BHARSATHI VARANASI UTTAR PRADESH | MUZAFFARNAGAR | UTTAR PRADESH | 247771 | ₹24.3 L+₹4,852.48 (0.20%) | L2 | Rejected-Finance 2nd bidder |
Tender Value
₹30.2 L
EMD Value
₹60,500
Closing Date
14 Aug 2026, 12:00 pmClosed
EE RED Chandauli
EE RED Chandauli
Janpad Chandauli ke thana Saiyadraja par bane mess ke samne Dining hall ka nirman kary.
2026_REDUP_1169134_2
666/RED/Chandauli/26-27 Date-06-07-2026
Open Tender
Civil Works - Roads
Percentage
90 days
Saidraja
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,156
₹60,500
15 Sept 2026
14 Jul 2026
14 Aug 2026
14 Jul 2026
14 Aug 2026
14 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR-2.8.1 | 115.59 | CUM | 180.05 | ₹20,811.98 |
| 2 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift..DSR 2.25a | 41.02 | CUM | 484.56 | ₹19,876.65 |
| 3 | Supplying and filling in plinth with sand underfloor, including watering, ramming, consolidating and dressing complete. DSR 2.27 | 16.41 | CUM | 1,469.05 | ₹24,107.11 |
| 4 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (DSR-4.1.8) | 21.76 | CUM | 4,712.03 | ₹1,02,533.77 |
| 5 | RCC WORK UPTO PLINTH
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum
R.C.C. work in Foundation, Plinth beams and column. as per DSR 5.33.1.1 | 29.93 | CUM | 6,574.67 | ₹1,96,779.87 |
| 6 | RCC WORK ABOVE PLINTH
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1
rcc works in litel, slab, BEAMS and column above plinth level | 29.87 | CUM | 6,820.68 | ₹2,03,733.71 |
| 7 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR-5.35 | 19.73 | QTL | 507.38 | ₹10,010.61 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR-5.22.6 | 72.41 | QTL | 7,460.25 | ₹5,40,196.7 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : (DSR 2023 5.9)
Foundations, footings, bases of columns, etc. for mass concrete(DSR 2023 5.9.1) | 112.36 | SQM | 271.26 | ₹30,478.77 |
| 10 | Suspended floors, roofs, landings, balconies and access platform(DSR 2023 5.9.3) | 122.83 | SQM | 641.4 | ₹78,783.16 |
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